HomeMy WebLinkAbout266842_2_Corrections.docxTENANT IMPROVEMENT
PLAN CHECK COMMENTS
COMMENTS
Planning & Building Agency
Building Safety Division
20 Civic Center Plaza
P.O. Box 1988 (M-19)
Santa Ana, CA 92702
(714) 647-5800
www.santa-ana.org
PLAN CHECK NO:
101104130 & 31
PROJECT ADDRESS:
1900 3/4 E Seventeenth St Unit# WCC01
PLAN CHECK ENGINEER:
Lee, WayneTEL:714
647-5848
EMAIL:
wlee@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
7/28/2020
INITIAL REVIEW
8/17/2020
EXPIRATION
1/24/2021
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Willy Kazimi
3.
TEL:
(925)699-2227
FAX:
VALUATION: $90,000.00
EMAIL:
will.kazimi@smartlinkllc.com
FLOOD ZONE: X-0602320164J
APPLICABLE CODE: 2019 CALIFORNIA BUILDING CODE (CBC) WITH
CITY OF SANTA ANA AMENDMENTSThis review does not include mechanical, plumbing, fire sprinkler system, or electrical work. Separate plans, applications, fees, plan checks, and permits are required for mechanical, plumbing, fire sprinkler systems, and electrical work. Call 647-5800 for information.The applicant shall obtain clearances/approvals for the following prior to building permit issuance:
- Planning Division approval on the corrected/final set of drawings (647-5804.) Previously approved plans
should be submitted to expedite the process.
- Fire Department approval on the corrected/final sets of drawings ((714)573-6100)
- Police Department approval on the corrected/final set of drawings (647-5840)
- Public Works Agency approval (647-5039)Sheet T-1. Indicate the type of construction: VB and occupancy group: U for the proposed cell tower.Sheet A-1. On the site plan, indicate the location of the accessible building entrances in the rear of the building.Sheet A-1. Indicate how many on-site parking spaces are provided.Sheet A-1. Provide accessible van and car parking spaces per CBC Table 11B-208.2. On the site plan, show location of the accessible parking spaces, access aisles, accessible routes and parking signages per 11B-502. Note that the accessible parking spaces shall be located on the nearest route to the building accessible entrances.Parking spaces and access aisles shall be designed so that persons using them are not required to travel behind parking spaces other than to pass behind the parking space in which they parked.Provide accessible parking spaces complying with Section 11B-502. Show accessible construction details on plan for parking space, access aisle, marking, signages and etc.Sheet A-1. Provide an accessible route from accessible van and car parking spaces to the accessible rear building entrance. On the site plan, provide legend and show dotted line to identify the proposed accessible route.Sheet A-1. Provide an accessible route from accessible rear building entrance to the trash enclosure. On the site plan, provide legend and show dotted line to identify the proposed accessible route.Sheet A-1. On the site plan, add note that the running slope of accessible walking surfaces shall not be steeper than 1:20 (5%). The cross slope of walking surfaces shall not be steeper than 1:48 (2.083%). The clear width for accessible route shall be 48 inches minimum.Sheet A-2. Provide dimensions of measurement on the lease area plan to locate the center of the proposed cell tower.Soils report. Provide an addendum to section 5.2 from soils engineer to update seismic design parameters in accordance with 2019 version of California Building Code.Structural calculation for pole footing embedment. Per soils report page 5 under lateral loading table. Footnote shows that the lateral resistance within the upper 5 feet of the soils shall not be taken into account. Please review and/or revise calculation and detail 2/PF2 for sufficient footing embedment into soils.Sheet FP2. Detail 2. The embedment depth is 30 feet minimum per soils report recommendation in the report section 4.1 based on a 5-feet diameter drilled shaft. It is only 18.5 feet embedment shown on the structural detail and structural calculation. If the structural engineer has an alternative footing design that does not match soils report recommendation, please consult with soils engineer and obtain approval.Submit a signed and stamped letter from the soils engineer indicating that he/she has reviewed the foundation plan of the monopine (sheet FP2) and concurs that the plans are in conformance with the soils report recommendations.